Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: aweb11
  • Content: Threads
  • Order by date
  1. aweb11

    Resultant (residual) stresses in a steel beam

    I was wondering if someone could help me determine the resultant stresses in a steel beam after it has been loaded past yield and then released.
  2. aweb11

    Wide Beam Connections

    What type of things I need to consider to frame a 4' wide beam into a 2'square column? Also where would I look to find information on this type of connection?

Part and Inventory Search

Back
Top Bottom